CONSTRAINTS FOR INTERCEPTOR CHAMBER Sample Clauses

CONSTRAINTS FOR INTERCEPTOR CHAMBER. A. The following constraints apply to construction of the Interceptor Chamber: Existing Forebay and Interceptor Chamber Demolition and construction within NW Canal Street June 1 through October 15 of any calendar year Interceptor Chamber Closure of intersection at 2nd Ave NW and NW Canal Street June 1 through October 15 of any calendar year 108-in pipe Construction within pipeline July 1 through October 1 of any calendar year 1. Complete restoration of street pavement shall be made by the end of the timeframe specified for the constraint. B. Demolition of the existing 108-inch Forebay and connection of the 108-inch pipe is further constrained by the water surface elevation in the 108-inch pipe. 1. Continuously monitor weather conditions and forecasts to schedule the work in response to the following constraints: a. During drier weather periods between June 15 and October 15, historic monitoring of water surface elevations in the 108-inch pipe indicate levels vary from a low of approximately 114.2 at about 7:00 AM to a high of approximately 115.1 from 2:00 PM to 10:00 PM. Historic average flow rates in the pipe at this time are approximately 50 million gallons per day. Be responsible for actual water surface levels and flow rates that may vary from historic records. b. During wet weather, historic monitoring of water surface elevations in the 108-inch pipe indicates water surface levels will rise and can remain in excess of elevation 125. During storm events, flow rates in the 108-inch pipe may exceed 220 million gallons per day. This can cause flooding of work area(s) exposed to the water surface elevation and will result in flow velocity forces on temporary construction devices inside the 108-inch pipe. Any costs for delay, clean-up or other damage caused by flooding of the work area shall be the responsibility of the Contractor. c. The water surface variability in the 108-inch pipe shall be anticipated during the construction of the North Junction Chamber and the trench excavation between the Junction Chamber and the Siphon Inlet. Submit and receive acceptance from the Project Representative for the construction sequence connecting the Junction Chamber and the Siphon Inlet prior to commencing work. No flows shall be allowed into the Siphon riser pipes until all 108-inch conveyance systems are complete, ready for operational status, and accepted by the Project Representative.
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